## Introduction to mechanics of deformable solids |

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Page 157

Daniel Charles Drucker. chapter 8 Assemblages of homogeneous states of shear

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CONCENTRIC THIN-WALLED CIRCULAR TUBES The assemblages of

homogeneous bars ...

Daniel Charles Drucker. chapter 8 Assemblages of homogeneous states of shear

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**torsion**of hollow and solid bars (shafts) 8.1 / ASSEMBLAGES OFCONCENTRIC THIN-WALLED CIRCULAR TUBES The assemblages of

homogeneous bars ...

Page 433

Abrupt loading, 35 (See also under Four-element model ; Kelvin or Voigt model;

Maxwell) Allowable stress, 25 Aluminum (see Material properties) Analogy,

Abrupt loading, 35 (See also under Four-element model ; Kelvin or Voigt model;

Maxwell) Allowable stress, 25 Aluminum (see Material properties) Analogy,

**torsion**and bending, 159, 161 (See also Correspondence) Angle section, shear ...Page 444

... 207 Thermal strain, 83, 270 Thermal stress, 101 Thick-walled sphere, 175-185

Thick-walled tube (cylinder), 191, 290-320 under combined loading, 199, 200

pressure plus tension, 194-197, 314, 316 tension plus

, ...

... 207 Thermal strain, 83, 270 Thermal stress, 101 Thick-walled sphere, 175-185

Thick-walled tube (cylinder), 191, 290-320 under combined loading, 199, 200

pressure plus tension, 194-197, 314, 316 tension plus

**torsion**, 300, 308 in**torsion**, ...

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applied assemblage axial force beam behavior centroid circumferential column compatibility components of stress conditions of deformation constant creep cross section cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch fully plastic homogeneous idealization increase inelastic initial interior pressure isotropic Kelvin Kelvin material limit linear Maxwell linear-elastic response linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer perfectly plastic perpendicular plane plastic deformation plastic-limit Poisson's ratio principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled sphere thickness time-dependent tion torque torsion uniform unloading versus viscous yield curve yield stress zero